EP2787122B1 - Vorschubwagen für die konstruktion von bauwerken - Google Patents

Vorschubwagen für die konstruktion von bauwerken Download PDF

Info

Publication number
EP2787122B1
EP2787122B1 EP12852615.9A EP12852615A EP2787122B1 EP 2787122 B1 EP2787122 B1 EP 2787122B1 EP 12852615 A EP12852615 A EP 12852615A EP 2787122 B1 EP2787122 B1 EP 2787122B1
Authority
EP
European Patent Office
Prior art keywords
traveller
construction
beams
vertical
arch
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP12852615.9A
Other languages
English (en)
French (fr)
Other versions
EP2787122A4 (de
EP2787122A1 (de
Inventor
Enrique Tichell Fortea
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Rubrica Ingenieria y Arquitectura SL
Original Assignee
Rubrica Ingenieria y Arquitectura SL
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Rubrica Ingenieria y Arquitectura SL filed Critical Rubrica Ingenieria y Arquitectura SL
Publication of EP2787122A1 publication Critical patent/EP2787122A1/de
Publication of EP2787122A4 publication Critical patent/EP2787122A4/de
Application granted granted Critical
Publication of EP2787122B1 publication Critical patent/EP2787122B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10—Cantilevered erection
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D4/00—Arch-type bridges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type

Definitions

  • the present invention relates to a traveller for the construction of engineering works, more specifically, equipment for the construction of concrete arches in a progressive manner, without there being other elements required for the construction of the section of concrete than the equipment object of the invention.
  • the invention is applicable to the field of civil works, and more specifically, to the construction of the arch in arch type bridges.
  • formworks are used which, according to the construction procedure selected for the execution of the arch, will have different configurations. Based on whether the formwork is supported on the terrain (construction on falsework) or not (cross-bracing), the resistance requirements in the elements constituting the formwork are very different. In addition, the configuration of the elements transmitting the weight of the formwork itself and of the freshly poured concrete, on to the terrain or to the structure itself (depending on the place where the formwork is supported on) is completely different.
  • the section of the arch to be concreted is usually supported by the last section of the arch that has already been concreted, repeating the same section from the beginning of the arch in the area that is closest to the abutments of the bridge until the completion thereof in the central area of the arch, the modification of the section of the arch being a complicated process.
  • the equipment object of this invention shows an equipment for the execution of arches in arch type bridge structures.
  • Said equipment is of the typology of those supported by the last arch section concreted, contributing with the possibility of only embracing half concreted arch section and with the possibility of varying the arch section to be built, by modifying the configuration of the exterior and interior formwork.
  • Document CN 201172797 (Y ) is also known, which proposes a mobile formwork for the construction of bridges comprising an interior formwork and exterior formwork, connected to each other.
  • Traveller for the construction of engineering works comprising a securing structure for securing to the already built engineering work and a working structure on which construction of the work advances.
  • the securing structure of the traveller comprises a first end ring coupled to the perimeter of the section of the already built work, a second middle ring coupled to the perimeter of the section of the already built work, at least one transversal cross-brace that joins the end ring and the middle ring on the side of the traveller, connecting elements between the end ring and the middle ring.
  • the working structure comprises exterior formwork and floor formwork, in which the securing structure and the working structure are joined at the lower part thereof by a main load-bearing girder and at the upper part thereof by the forward tracks.
  • the rings are joined at the upper part thereof by an upper cross-brace framework and at the lower part thereof by at least one main load-bearing girder and a bar framework.
  • the upper cross-brace framework of the traveller comprises two vertical posts in the upper cross-braces corresponding to the end ring and two other vertical posts in the upper cross-braces corresponding to the middle ring.
  • a rear skid supported on the forward track is located in the lower part of the vertical posts corresponding to the end ring.
  • a sliding bar in which lower end a supporting leg is incorporated passes through the inside of each one of the vertical posts corresponding to the middle ring.
  • the supporting legs comprise a rear skid for supporting the sliding bar on the forward track, the supporting leg being joined to a pair of vertical hydraulic cylinders that lift the supporting legs and the rear skids from the forward tracks, and to a forward hydraulic cylinder responsible for the forward movement of the traveller on the forward tracks.
  • the rings of the traveller comprise the common elements of the upper cross-brace framework in the upper part, a bar framework in the lower part, two vertical beams joined to each other through horizontal beams and transversal beams, the horizontal beams and transversal beams being distributed along the length of the vertical beams on each side.
  • the traveller object of the invention comprises a floor formwork in the working structure supported by sill plates perpendicular to the forward direction of the traveller, the main load-bearing girder being located under said sill plates.
  • the exterior formwork of the traveller comprises exterior panels affixed to vertical ribs, the vertical ribs being supported by their lower part on guides on which the vertical ribs can be displaced, thereby modifying the dimensions of a section to be concreted with respect to another already concreted section.
  • the vertical ribs are joined to shoring hydraulic cylinders, which in turn are affixed to the exterior end of the aforementioned guides.
  • the exterior formwork of the traveller incorporates working surfaces located at different heights of the exterior formwork.
  • the working structure of the traveller comprises an inverted U-shaped interior formwork.
  • the end ring and the middle ring comprise the common elements: an external beam on a side of the ring corresponding to an external side with respect to the arch, two L-shaped beams, joined to each other by means of threaded bars on a side of the ring corresponding to an internal side with respect to the arch, an upper beam in the upper part of the ring, a lower beam in the lower part of the ring, and coupling means embracing the external beam and joined to the upper beam.
  • the two L-shaped beams are joined to each other by means of threaded bars, flat pieces being placed in the exterior of the L-shaped beams and nuts threading on the threaded bars and abutting against the flat pieces.
  • two vertical hydraulic cylinders are placed, affixed to the external beam by one end, and which are affixed, by the other end, to the coupling means, modifying the distance between the upper beam and the lower beam with the path of the vertical hydraulic cylinders.
  • the external beam of the rings incorporates, in the upper end, a graduation that allows modifying the affixing point of the vertical hydraulic cylinders to said external beam.
  • the coupling means in the end ring of the securing structure comprise at least a metal tubular piece through the inside of which the external beam passes, a reinforcement of the tubular piece and a square guide for the coupling means, such that the tubular piece is moves along the external beam supported by the reinforcement guided through the inside of the square guide.
  • the coupling means in the middle ring of the securing structure comprise at least a metal tubular piece through the inside of which the external beam passes.
  • connection between the end ring and the middle ring is obtained in the upper area through the internal part with respect to the arch by means of a longitudinal beam joining the L-shaped beams, and in the external part with respect to the arch by means of two flat beams affixed to the coupling means of the rings; and in the lower part two main load-bearing girders, placed in a parallel manner, that join the lower beams, on the side corresponding to the external part with respect to the arch it is carried out through a transversal cross-brace and two horizontal cross-braces.
  • the coupling means join the external beam and the upper beam inside of each ring, and the two external beams in the connection between the end ring and the middle ring.
  • the forward tracks comprise an interior step, wherein forward hydraulic cylinders are supported, coupled, by one end, to the lower part of the upper beam, and by the other end, to the step of the forward tracks.
  • the upper beam comprises, affixed to its lower part, rolling legs that move along the forward tracks guiding the forward movement of the traveller in their displacement.
  • the traveller comprises, under the forward tracks, in the area located on the securing structure, crossbeams located between the forward tracks and, in the area located on the working structure, a wedge-shaped platform, the crossbeams and the wedge-shaped platform affixing the relative position of the forward tracks.
  • the securing structure has ties to the work site that comprise threaded bars, holes made on the upper part of the already concreted section, wedge-shaped pieces affixed to the lower part of the forward tracks, such that the traveller is affixed to an already concreted arch section, introducing the threaded bars through the holes of the already concreted section and through the inside of the wedge-shaped pieces, the ends of the threaded bars being affixed both to the holes and to the wedge-shaped pieces by means of nuts.
  • the working structure comprises: an interior formwork providing the interior shape of the section; on the side corresponding to the external part with respect to the arch, panels held by shoring props supported by horizontal guides, on the lower area of the traveller, a floor formwork supported by the horizontal guides, which in turn are supported on the main load-bearing girders which also join the two rings of the securing structure; on the upper area of the traveller, a wedge-shaped platform affixed to the forward tracks; on the side corresponding to the internal part with respect to the arch, vertical beams coupled by the upper part of the vertical beams to the wedge-shaped platform and by the lower part of the vertical beams to the horizontal guides, the sides and the lower area configuring the exterior formwork of the working structure.
  • the interior formwork is affixed to the wedge-shaped platform located under the forward tracks in the area of the working structure, the affixing being carried out by means of threaded bars associated with nuts that abut against the wedge-shaped platform.
  • the dimensions of the section to be concreted configuring the working structure can be modified by means of at least one of the following actions: removal by unit of the panels of the side corresponding to the external part with respect to the arch, displacement of the shoring props through the horizontal guides, removal by unit of the panels of the side corresponding to the internal part with respect to the arch, and/or complete removal of the vertical beams and panels configuring the side corresponding to the internal part with respect to the arch, this last action being executed to carry out the complete section of the arch by means of the undertaking of half sections joined at the corresponding side to the internal part with respect to the arch.
  • the securing structure comprises one single securing piece that comprises the first end ring, the second middle ring, the transversal cross-brace and the connecting elements of the first end ring and the second middle ring.
  • the traveller (1) for the construction of arches in bridges is basically configured by two differentiated structures constituting a single equipment, given that the two structures are joined to each other: a first structure constituting the securing structure (2) for securing to the already built engineering work, and a second structure constituting the working structure (3), where all elements required for the advance of the construction of the arch of the bridge are located, such as structural steel, concrete, working surfaces and formworks.
  • the traveller (1) for the construction of arches, a first embodiment where the securing structure (2) embraces the entirety of the section of the already built arch, and a second embodiment where the securing structure (2) embraces at least half of the section of the already built arch.
  • Figure 1 shows a first embodiment of the traveller (1) for the construction of arches.
  • the securing structure (2) for securing to the already built engineering work is mainly configured by two rings.
  • the end ring (6) and the middle ring (7) are joined, on their upper part, by an upper cross-brace framework (8), laterally, they are joined by a transversal cross-brace (9), and on their lower part, both rings (6, 7) are joined by a main load-bearing girder (10) in the lateral ends of the rings (6, 7) and by a bar framework on the space between the main load-bearing girders (10).
  • the transversal cross-brace (9) joining both rings (6, 7) on the side of the traveller (1) transmits the forces generated at the lower part of the middle ring (7) due to the weight of the inclined traveller (1) itself.
  • each ring a part of the upper cross-brace framework (8) forms part of the ring; the two sides of each ring are configured by two vertical beams (33), joined to each other by means of horizontal beams (19) and transversal beams (34) distributed along the length of the vertical beams (33); in the lower area of each ring, we find a bar framework joining the sides of each ring in addition to joining the main load-bearing girders (10) as provided above.
  • one of them contains a hole (32) through which the lower area of the securing structure (2) is accessible.
  • a working surface (29) is placed in the exterior of the main load-bearing girder (10), protecting the access through the hole (32) to the space between the main load-bearing girders (10).
  • the securing of the traveller (1) in each new placement is carried out by means of ties to work (36).
  • the ties to work (36) consist of vertical threaded bars (37) introduced into through-holes (38) located in the lower area of the interior formwork (35), made during the concreting.
  • the threaded bar (37) is in turn affixed to the lower area of the securing structure (2).
  • a nut (39) preventing the vertical displacement of the threaded bar (37), and therefore, of the securing structure, is placed.
  • the horizontal displacement of said threaded bar (37), and therefore, of the traveller (1), since it is introduced into the through-hole (38), is not possible.
  • the upper cross-brace framework (8) joining both rings (6, 7) has two vertical posts (12,12') for each ring.
  • a fixed rear skid (13) is placed in the lower part of each vertical post (12) of the upper cross-braces (8), in the two vertical posts (12) corresponding to the end ring (6), which is used for the forward movement of the traveller (1).
  • Each rear skid (13) is supported on a forward track (18) on which the rear skid (13) will move during each change of position of the traveller (1).
  • a sliding bar (16) passes through the inside of each one of the vertical posts (12'), which is displaced downwards in the vertical direction so the traveller (1) is supported by the same during its forward movement, and is lifted vertically when the traveller (1) is in a static position.
  • the supporting legs (17) are located in the lower part of the vertical sliding bars (16), which incorporate a rear skid (13) for supporting the vertical sliding bar (16) on one of the forward tracks (18).
  • the supporting leg (17) is joined to a hydraulic system, which, in a preferred embodiment of the invention, consists of three hydraulic cylinders, of which a pair of vertical hydraulic cylinders (14), one on each side of the forward track (18), is in charge of executing the vertical movement of the sliding bar (16), and a forward hydraulic cylinder (15) is responsible for the forward movement of the traveller (1) and of the forward tracks (18).
  • the upper cross-brace framework (8) is constituted by a series of bars providing rigidity to the traveller (1) by joining the two rings (6, 7) to each other on the upper part of the traveller (1).
  • the working structure (3) located to the right in figure 1 , is configured with a lower part having a floor formwork (23) supported on sill plates (24) perpendicular to the forward direction of the traveller (1), under which there is another main load-bearing girder (10) placed next to the main load-bearing girder (10) of the securing structure (2).
  • a floor formwork (23) supported on sill plates (24) perpendicular to the forward direction of the traveller (1), under which there is another main load-bearing girder (10) placed next to the main load-bearing girder (10) of the securing structure (2).
  • the exterior formwork (25) is formed by exterior panels (31) that are vertically arranged one on top of the other affixed to a vertical rib (30), said vertical rib (30) being joined by its lower part to horizontal guides (26) that allow the displacement of the vertical ribs (30), thereby modifying the exterior geometry of the section (27) of the arch.
  • the vertical ribs (30) sustaining the exterior panels (31) of the exterior formwork (27) are joined to shoring hydraulic cylinders (28), which in turn are affixed to the exterior end of the horizontal guides (26), such that, by means of the contraction of the shoring hydraulic cylinders (28), the separation of the exterior formwork (27) takes place. Said separation takes place with the rotation of the vertical ribs (30) of the exterior formwork (25) around the connecting point of said vertical ribs (30) and the horizontal guides (26).
  • the exterior formwork (25) incorporates horizontal working surfaces (29) on its exterior part placed at different heights of the aforementioned exterior formwork (25), the highest working surface (29) being at the highest level of the section (27) of the arch.
  • the interior formwork (35) (shown in figure 2 ) has an inverted U shape and is located inside the section (27) to be concreted, providing the final hollow configuration of the section (27) of the arches of bridge (5) arches.
  • Said interior formwork (35) can have the dimensions required for the arch section (27) being built.
  • a carrying structure for the forward phase of the traveller which comprises the two rings (6, 7), the upper cross-brace framework (8) and the transversal cross-brace (9), and a carrying structure for the concreting phase, which comprises the main load-bearing girders (10) and all elements of the exterior formwork (25).
  • This embodiment is designed for the construction of a typology of arch where the section (27) varies from the springers (44) of the arch until the central area thereof (45).
  • the section (27) has the shape of a D, and there are two independent sections in each arch springer (44), while in the central area (45) of the arch, the two D-shaped sections are joined by the flat part of the D, and they become a single section (27).
  • the modification of the section (27) of the springers (44) of the arch until the section (27) of the central area (45) is obtained by modifying the configuration of the working structure (3).
  • Said modification of the configuration of the working structure (3) is the consequence of the modification of the configuration of the securing structure (2), which will begin to modify its configuration according to the advance of the construction of the arch, following the variation of the section (27) of the arch from the springers (44) until the central area (5) referred to above.
  • the securing structure (2) is also formed by two rings, an end ring (6) and a middle ring (7), through which the affixing of the traveller (1) to an already concreted arch section (27) is carried out.
  • the end ring (6) and the middle ring (7) have a similar configuration. Each ring is formed by different beams.
  • the sides of the rings (6, 7) are classified into two: the side of the external part (46) with respect to the arch and the side of the internal part (42) with respect to the arch.
  • the side of the internal part (42) with respect to the arch is configured by two L-shaped beams (47l), joined to one another by two threaded bars (37') wherein two flat pieces (49) are located on the exterior of the L-shaped beams (47l). Nuts (39') are placed on the aforementioned flat pieces (49), which thread in the threaded bars (37') preventing the movement of the L-shaped beams (47l).
  • the side of the external part (46) with respect to the arch is formed by an external beam (47e) in which upper part two vertical hydraulic cylinders (14') are placed.
  • the lower part of the ring is formed by a lower beam (47i), joined by one end to the external beam (47e) and by the other end to one of the L-shaped beams (47l).
  • each ring is formed by an upper beam (47s), and the displacement means (22) of the traveller, which move along the forward tracks (18'), are affixed to the lower part of said upper beam (47s).
  • the upper beam (47s) is affixed, on the side corresponding to the external beam (47e), to coupling means (50) embracing the aforementioned external beam (47e) and move along the same.
  • the vertical hydraulic cylinders (14') are joined to the aforementioned coupling means (50).
  • the coupling means (50) are configured to embrace the external beam (47e) as a metal tubular piece (53) through the inside of which the external beam (47e) passes, a reinforcement (57) of the tubular piece and a square guide (58).
  • the reinforcement (57) is constituted by two parallel beams (4) affixed to the tubular piece (53), such that the tubular piece (53) is guided in its displacement along the length of the external beam (47e), supported by the reinforcement (57) guided through the inside of the square guide (58).
  • the displacement means (22) of the traveller consist of rolling legs (51) that pass through forward tracks (18') such that the traveller is guided by the forward tracks (18').
  • the rolling legs (51) are affixed to the lower part of the upper beam (47s).
  • the forward tracks (18') in this second embodiment have an interior step, which will serve to secure the traveller (1) in a position and to be supported thereon for the forward movement of the traveller (1).
  • the relative parallel position of the two forward tracks (18') is maintained because in the area corresponding to the securing structure (2) between the forward tracks (18'), a series of crossbeams (59) is located, and in the area corresponding to the working structure (3), a wedge-shaped platform (56) is located, which provides the D shape to the section (27) through the lower part of the wedge-shaped platform (56), and through the upper part is affixed to the forward tracks (18'), maintaining the relative position of the aforementioned forward tracks (18').
  • the forward movement of the traveller (1) is obtained by means of forward hydraulic cylinders (15') coupled to the lower part of the upper beam (47s) of the middle ring (7), next to the rolling legs (51) of said middle ring (7).
  • the end opposite to the one coupled to the forward wheels (51) is coupled from the forward hydraulic cylinder (15') to the step of the forward tracks (18').
  • the forward movement of the traveller (1) guided by the forward tracks (18') takes place supported by said step.
  • connection between both rings (6, 7) takes place through different elements according to the area of the rings (6, 7) being connected.
  • the connection between the two lateral beams (47e) is carried out by means of a Z-shaped structure comprising a transversal cross-brace (9'), and two horizontal cross-braces (41).
  • the two rings (6, 7) are joined by two main load-bearing girders (10') placed in parallel and joining the lower beams (47i) of the two rings (6,7).
  • connection between the rings (6, 7) is carried out by the internal part with respect to the arch (42) by means of a longitudinal beam (54) joining the L-shaped beams (47l), and in the external part (46) with respect to the arch by means of two flat beams (43) affixed to the coupling means (50).
  • the upper beam (47s) is joined through the coupling means (50) to the external beam (47e) within the ring itself, and the two external beams (47e) to each other in the connection between the two rings (6, 7).
  • the securing structure (2) has ties to the work (36) constituted by threaded bars (37") introduced into holes (32) made on the upper part of the section (27).
  • the securing structure (2) has two wedge-shaped pieces (52) affixed to the lower part of the forward tracks (18') by means of the same threaded bars (37") constituting the ties to work (38).
  • the affixing to the concreted section (27) takes place by means of the threaded bars (37") which, introduced through the holes (32), are affixed by means of nuts (39"), in one end to an interior area of the section (27), and in the other end, to the wedge-shaped pieces (52), which in turn are affixed to the lower part of the forward tracks (18').
  • the working structure (3) of this second embodiment (shown in figures 5 and 6 ) is configured in its interior area by a floor formwork (23') supported on horizontal guides (26'), which in turn are supported by two main load-bearing girders (10'), the ones found in the lower part of the securing structure (2) as well.
  • the side of the working structure (3) corresponding to the external part (46) with respect to the arch is configured by panels (40) supported by a series of shoring props (55), which in turn is supported by the horizontal guides (26').
  • the panels (40) can be removed unit by unit modifying the height of the section (27).
  • This modification of the height of the section (27) to be concreted corresponds to the modification of the distance between the upper beam (47s) of the rings (6, 7) and the lower beam (47i) in the modification of the configuration of the securing structure (2).
  • the upper area of the working structure (3) the one providing the curved configuration in the upper area of the D-shaped section (27), has the configuration that also contributes to maintaining the relative position of the forward tracks in the working structure, that is to say: a wedge-shaped platform (56) is placed under the forward tracks (18), to which the interior formwork (35') of the section (27) is affixed by means of threaded bars (37"').
  • vertical threaded bars (60) are introduced, which are affixed to the lower beam (47i) and to the already concreted section by means of nuts (39"') placed in the ends of the aforementioned vertical threaded bars (60).
  • the side of the working structure (3) corresponding to the internal part (42) with respect to the arch is composed of vertical beams (33') coupled by the upper part of the vertical beams (33') to the wedge-shaped platform (56) and by the lower part of the vertical beams (33') to the horizontal guides (26').
  • Panels (40) are placed in the vertical beams (33'), which form the exterior formwork (25) of the section (27).
  • Figure 12 shows a third embodiment of the traveller (1) for the execution of arches.
  • the securing structure (2) of the traveller (1) varies and the working structure (3) is similar to the working structure of the first embodiment.
  • the structure (2) for securing to the already built engineering work comprises an end ring (6) and a middle ring (7) forming one single securing piece (67), together with the transversal cross-brace (9) and the connecting elements between both rings.
  • Said single piece comprises, on its upper part, an upper beam (61), on each side, a lateral beam (62), and on the lower part, two main load-bearing girders (10') likewise joining the securing structure (2) and the working structure (3).
  • the lower part of the traveller (1) in this third embodiment also comprises a bar framework in addition to the two main load-bearing girders (10).
  • a working surface (29') is placed exteriorly with respect to the main load-bearing girder (10'), facilitating the access to the main load-bearing girders (10').
  • Each sliding bar (16) incorporates a lifting hydraulic cylinder (66) in its interior, joined by one end to an end of the sliding bar (16') and by the other end to the upper beam (61) of the securing structure (2).
  • the skid (13') is supported, by means of a forward track (18), by the concreted structure. Each skid (13') moves along the forward track (18) in each change of position of the traveller (1).
  • the sliding bar (16) is joined to the upper beam (61), being displaced vertically inside of the through-hole (63) of said upper beam (61).
  • Each supporting leg (65) is formed by a beam, within which section there are lifting hydraulic cylinders (66') incorporated. Said lifting hydraulic cylinders (66') are affixed to each supporting leg (65) by one end, and by the other end to the traveller (1). These lifting hydraulic cylinders (66'), together with the lifting hydraulic cylinders (66) incorporated by the sliding bar (16), carry out the ascent and descent of the traveller (1) in the forward movement thereof.
  • the lower pushing beams (64) comprise a hollow end (67) through which the supporting leg (65) passes, the supporting leg (65) being located orthogonally to the lower pushing beam (64).
  • the forward movement of the traveller (1) of this third embodiment is carried out by following the following steps:

Claims (12)

  1. Vorschubwagen (1) für die Konstruktion von Bauwerken, umfassend:
    - ein Sicherungsgerüst (2) zum Sichern an das bereits errichtete Bauwerk;
    - ein Arbeitsgerüst (3), auf dem die Konstruktion des Bauwerks voranschreitet; dadurch gekennzeichnet, dass:
    - das Sicherungsgerüst (2) Folgendes umfasst:
    - einen ersten Endring (6), der an den Umfang des Abschnitts (27) des bereits errichteten Bauwerks gekoppelt ist;
    - einen zweiten Mittelring (7), der an den Umfang des Abschnitts (27) des bereits errichteten Bauwerks gekoppelt ist;
    - zumindest eine transversale Querstrebe (9), die den Endring (6) und den Mittelring (7) auf einer Seite des Vorschubwagens (1) verbindet;
    - Verbindungselemente zwischen dem Endring (6) und dem Mittelring (7);
    - die Ringe (6, 7) sind an dem oberen Teil davon durch ein oberes Querstrebengerüst (8) und an dem unteren Teil davon durch zumindest einen Haupttragbalken (10, 10') und ein Stabgerüst verbunden;
    - das obere Querstrebengerüst (8) umfasst zwei senkrechte Pfosten (12) in den oberen Querstreben (8), dem Endring (6) entsprechend, und zwei senkrechte Pfosten (12') in den oberen Querstreben (8), dem Mittelring (7) entsprechend;
    - eine Schiebestange (16) geht durch die Innenseite jedes der zwei senkrechten Pfosten (12'), dem Mittelring (7) entsprechend, hindurch;
    - das Arbeitsgerüst (3) umfasst:
    - eine Außenschalung (25); und
    - eine Deckenschalung (23);
    wobei das Sicherungsgerüst (2) und das Arbeitsgerüst (3) an dem unteren Teil davon durch den Haupttragbalken (10, 10') und an dem oberen Teil davon durch Vorlaufspuren (18, 18'), unterstützend koppelbar mit den senkrechten Pfosten (12, 12'), verbunden werden.
  2. Vorschubwagen (1) für die Konstruktion von Bauwerken nach Anspruch 1, dadurch gekennzeichnet, dass sich eine hintere Kufe (13), gestützt auf den Vorlaufspuren (18), in dem unteren Teil der senkrechten Pfosten (12), dem Endring (6) entsprechend, befindet.
  3. Vorschubwagen (1) für die Konstruktion von Bauwerken nach Anspruch 1, dadurch gekennzeichnet, dass ein Stützbein (17) in dem unteren Ende der Schiebestangen (16) vorgesehen ist.
  4. Vorschubwagen (1) für die Konstruktion von Bauwerken nach Anspruch 3, dadurch gekennzeichnet, dass jedes Stützbein (17) eine hintere Kufe (13) zur Unterstützung der Schiebestange (16) auf der Vorlaufspur (18) umfasst, wobei das Stützbein (17) mit:
    - einem Paar von vertikalen Hydraulikzylindern (14), die die Stützbeine (17) und die hinteren Kufen (13) aus den Vorlaufspuren (18) anheben, und
    - einem vorderen Hydraulikzylinder (15), der für die Vorwärtsbewegung des Vorschubwagens (1) auf den Vorlaufspuren (18) verantwortlich ist, verbunden ist.
  5. Vorschubwagen (1) für die Konstruktion von Bauwerken nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Endring (6) und der Mittelring (7) die gemeinsamen Elemente umfassen:
    - oberes Querstrebengerüst (8) im oberen Teil;
    - ein Stabgerüst im unteren Teil;
    - zwei senkrechte Träger (33), die durch waagerechte Träger (19) und Querträger (34) miteinander verbunden sind, wobei die waagerechten Träger (19) und die Querträger (34) der Länge der senkrechten Träger (33) nach auf jeder Seite verteilt sind.
  6. Vorschubwagen (1) für die Konstruktion von Bauwerken nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Außenschalung (25) Außenplatten (31), die an senkrechten Rippen (30) befestigt sind, umfasst, wobei die senkrechten Rippen (30) von ihrem unteren Teil auf den Führungen (26), auf denen die senkrechten Rippen (30) verschoben werden können, gestützt werden, und dadurch die Abmessungen eines Abschnitts (27), der betoniert werden soll, in Bezug auf einen anderen bereits betonierten Abschnitt (27), modifiziert werden.
  7. Vorschubwagen (1) für die Konstruktion von Bauwerken nach Anspruch 1, dadurch gekennzeichnet, dass der Endring (6) und der Mittelring (7) die gemeinsamen Elemente umfassen:
    - einen äußeren Träger (47e) auf einer Seite des Rings, einer Außenseite in Bezug auf den Bogen entsprechend;
    - zwei L-förmige Träger (471), miteinander durch Gewindestangen (37') auf einer Seite des Rings, einer Innenseite in Bezug auf den Bogen entsprechend, verbunden;
    - einen oberen Träger (47s) in dem oberen Teil des Rings;
    - einen unteren Träger (47i) in dem unteren Teil des Rings; und
    - Kopplungsmittel (50), den äußeren Träger (47e) umklammernd und verbunden mit dem oberen Träger (47s).
  8. Vorschubwagen (1) für die Konstruktion von Bauwerken nach Anspruch 7, dadurch gekennzeichnet, dass in dem oberen Teil des äußeren Trägers (47e) des zumindest einen Endrings (6) zwei vertikale Hydraulikzylinder (14') vorhanden sind, befestigt an dem äußeren Träger (47e) mit einem Ende und die mit dem anderen Ende an den Kopplungsmitteln (50) befestigt sind, wobei der Abstand zwischen dem oberen Träger (47s) und dem unteren Träger (47i) mit dem Hub der vertikalen Hydraulikzylinder (14') modifiziert wird.
  9. Vorschubwagen (1) für die Konstruktion von Bauwerken nach einem der Ansprüche 7 bis 8, dadurch gekennzeichnet, dass der äußere Träger (47e) der Ringe (6, 7) in dem oberen Ende eine Abstufung (48) umfasst, die die Modifizierung des Befestigungspunktes der senkrechten Hydraulikzylinder (14') an dem äußeren Träger (47e) ermöglicht.
  10. Vorschubwagen (1) für die Konstruktion von Bauwerken nach einem der Ansprüche 7 bis 9, dadurch gekennzeichnet, dass die Kopplungsmittel (50) in dem Endring (6) des Sicherungsgerüsts (2) zumindest umfassen:
    - ein Metallrohrstück (53), durch dessen Inneres der äußere Träger (47e) hindurchgeht;
    - eine Armierung (57) des Rohrstückes; und
    - eine quadratische Führung (58) für die Kopplungsmittel;
    so dass sich das Rohrstück (53) entlang des äußeren Trägers (47e) bewegt, gestützt in der Armierung (57), geführt durch das Innere der quadratischen Führung (58).
  11. Vorschubwagen (1) für die Konstruktion von Bauwerken nach einem der Ansprüche 7 bis 10, dadurch gekennzeichnet, dass die Verbindung zwischen dem Endring (6) und dem Mittelring (7) erhalten wird:
    - in dem oberen Bereich durch das Innenteil hindurch in Bezug auf den Bogen (42) mittels eines Längsträgers (54), der die L-förmigen Träger (471) verbindet, und in dem Außenteil in Bezug auf den Bogen mittels zweier flacher Träger (43), die an den Kopplungsmitteln (50) der Ringe (6, 7) befestigt sind;
    - in dem unteren Teil zwei Haupttragbalken (10'), die parallel angeordnet sind, die die unteren Träger (47i) verbinden;
    - auf der Seite, dem Außenteil in Bezug auf den Bogen (46) entsprechend, wird sie durch eine transversale Querstrebe (9') und zwei horizontalen Querstreben (41) ausgeführt.
  12. Vorschubwagen (1) für die Konstruktion von Bauwerken nach einem der Ansprüche 7 bis 11, dadurch gekennzeichnet, dass das Arbeitsgerüst (3) umfasst:
    - eine Innenschalung (35'), die die Innenform des Abschnitts (27) bereitstellt;
    - auf der Seite, dem Außenteil (46) in Bezug auf den Bogen entsprechend, Platten (40), die durch Verbau-Stützen (55), die von waagerechten Führungen (26') gehalten sind, festgehalten werden;
    - auf dem unteren Bereich, eine Deckenschalung (23'), gestützt auf den waagerechten Führungen (26'), die wiederum auf den Haupttragbalken (10') gestützt werden, die auch die beiden Ringe (6, 7) des Sicherungsgerüsts (2) verbinden;
    - auf dem oberen Bereich, die keilförmige Plattform (56), die an den Vorlaufspuren (18) befestigt ist;
    - auf der Seite, dem Innenteil (42) in Bezug auf den Bogen entsprechend, senkrechte Träger (33'), die durch das obere Teil der senkrechten Träger (33') 35 an die keilförmige Plattform (56) und durch das untere Teil der senkrechten Träger (33') an die waagerechten Führungen gekoppelt sind;
    die Seiten und der untere Bereich die Außenschalung (25) des Arbeitsgerüsts (3) ausbildend.
EP12852615.9A 2011-11-30 2012-10-23 Vorschubwagen für die konstruktion von bauwerken Active EP2787122B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES201131943A ES2435505B1 (es) 2011-11-30 2011-11-30 Carro para ejecución de obras
PCT/ES2012/070736 WO2013079747A1 (es) 2011-11-30 2012-10-23 Carro para ejecución de obras

Publications (3)

Publication Number Publication Date
EP2787122A1 EP2787122A1 (de) 2014-10-08
EP2787122A4 EP2787122A4 (de) 2015-10-14
EP2787122B1 true EP2787122B1 (de) 2016-08-31

Family

ID=48534709

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12852615.9A Active EP2787122B1 (de) 2011-11-30 2012-10-23 Vorschubwagen für die konstruktion von bauwerken

Country Status (4)

Country Link
US (1) US9683338B2 (de)
EP (1) EP2787122B1 (de)
ES (1) ES2435505B1 (de)
WO (1) WO2013079747A1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362074B (zh) * 2013-07-31 2015-07-01 中交二航局第三工程有限公司 桥梁悬臂箱梁施工挂篮预压加载装置
JP6491582B2 (ja) * 2015-10-09 2019-03-27 鹿島建設株式会社 移動架設台車
CN106436584B (zh) * 2016-10-28 2018-03-16 柳州欧维姆工程有限公司 一种具有垂直升降限位功能的挂篮
CN109629835A (zh) * 2019-01-15 2019-04-16 中建七局安装工程有限公司 一种横竖交叉悬挑滑移桁架
DE102019104548A1 (de) * 2019-02-22 2020-08-27 Peri Gmbh Hubantrieb für ein schienengeführtes freivorbaugerät

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR546289A (fr) * 1922-01-24 1922-11-04 Procédé pour l'exécution d'éléments d'ouvrages en béton armé, en travail aérien
DE1263806B (de) * 1965-05-10 1968-03-21 Dyckerhoff & Widmann Ag Verfahren zum Herstellen mehrfeldriger Brueckentragwerke aus Stahlbeton oder Spannbeton und Einrichtung hierfuer
DE1291348B (de) * 1966-05-18 1969-03-27 Polensky & Zoellner Verfahren und Vorrichtung zum abschnittsweisen Herstellen der UEberbaufelder einer mehrfeldrigen Bruecke aus Stahlbeton oder Spannbeton
FR1570648A (de) * 1968-04-10 1969-06-13
DE2733628A1 (de) * 1977-07-26 1979-02-01 Dyckerhoff & Widmann Ag Verfahren zum herstellen eines stahlbetonbauwerks mit im grund- und aufriss stark gekruemmten aussenwaenden
DE2848536A1 (de) * 1978-11-09 1980-05-22 Zueblin Ag Einrichtung zum abschnittsweisen freien vorbau von brueckentragwerken aus stahl- oder spannbeton
NO153502C (no) * 1983-02-09 1986-04-02 Oestlandske Spennbetong Fremgangsm¨te og anordning for stabilisering av st¯pevogne n ved st¯ping av betongbro etter frittfrembyggemetoden.
JP3177904B2 (ja) * 1992-10-30 2001-06-18 清水建設株式会社 Ｐｃ斜張橋用移動式作業車
DE102007047443A1 (de) * 2007-10-04 2009-04-16 Doka Industrie Gmbh Schalungsanordnung für den Freivorbau von Brücken
CN201172797Y (zh) 2008-04-03 2008-12-31 中铁十一局集团第六工程有限公司 便捷式移动模架造桥机
CN101586330B (zh) * 2008-05-22 2011-01-26 中铁十一局集团第一工程有限公司 预应力砼连续梁桥挂篮后退施工方法
CN201567787U (zh) 2009-09-17 2010-09-01 南昌市创新钢结构有限公司 一种挂篮钢模板
ES2398177B1 (es) * 2010-02-08 2014-01-16 Rubrica Ingeniería Y Arquitectura, S.L. Mejoras introducidas en un carro de avance progresivo para la construcción de puentes.
CN103260535B (zh) 2010-07-01 2016-08-03 捷迈有限公司 多重锁定式外部固定夹具
CN202000269U (zh) * 2011-04-06 2011-10-05 湖南中铁五新钢模有限责任公司 主桁下置式悬浇施工挂篮
ES2424774B1 (es) * 2012-04-02 2014-07-30 Ulma C Y E, S. Coop Estructura desplazable adaptada para soportar en voladizo un encofrado de un tramo nuevo de puente

Also Published As

Publication number Publication date
US20140284141A1 (en) 2014-09-25
EP2787122A4 (de) 2015-10-14
EP2787122A1 (de) 2014-10-08
ES2435505B1 (es) 2014-09-23
ES2435505A1 (es) 2013-12-19
WO2013079747A1 (es) 2013-06-06
US9683338B2 (en) 2017-06-20

Similar Documents

Publication Publication Date Title
EP2787122B1 (de) Vorschubwagen für die konstruktion von bauwerken
KR20140084107A (ko) 셀프-런칭 이동식 비계공법
CN102661039A (zh) 筒架支撑式动力内置整体顶升钢平台模架体系及施工方法
CN108179816B (zh) 一种偏位提升滑移装置及方法
CN205171378U (zh) 墩柱施工使用的组装升降式施工平台
CN109457951B (zh) 收分剪力墙模架系统及其施工方法
CN111593673A (zh) 一种钢桁拱桥及施工方法
JP4777922B2 (ja) 移動吊支保工
JP2010048060A (ja) 構造物の構築方法
CN112267369A (zh) 一种无跨中立柱钢栈桥结构及顶推安装装置和施工方法
CN210049103U (zh) 大跨径现浇箱梁跨越高等级高速公路支架
CN112726411B (zh) 一种单孔大悬臂钢桁梁整体拖拉施工方法
WO2022142193A1 (zh) 大跨度薄壁混凝土声屏障浇筑台车的施工方法
CN211947993U (zh) 大跨度现浇桥梁施工用支架
CN212129839U (zh) 钢管加强柱结构
CN109778700B (zh) 一种跨越既有道路的现浇槽形梁三点滑移顶推施工方法
CN214271705U (zh) 盖梁钢筋绑扎胎架
CN112554075A (zh) 一种一体式预制墩柱安装调整现浇装置及施工方法
CN112610014A (zh) 一种用于铁路客站改扩建工程的滑移结构及其施工方法
AU597836B2 (en) Wall casting system
CN107816132B (zh) 高位塔吊无楼板单排框架附着结构及其施工方法
CN112195802A (zh) 一种变截面日字型空腹薄壁墩钢筋分区预制胎架及分区安装方法
CN218643330U (zh) 一种钢管桩插打施工平台
CN213804941U (zh) 一种变截面日字型空腹薄壁墩钢筋分区预制胎架
CN109629433B (zh) 一种基于辅助支腿装置的桥梁施工方法

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20140424

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

RIN1 Information on inventor provided before grant (corrected)

Inventor name: TICHELL FORTEA, ENRIQUE

DAX Request for extension of the european patent (deleted)
RA4 Supplementary search report drawn up and despatched (corrected)

Effective date: 20150911

RIC1 Information provided on ipc code assigned before grant

Ipc: E01D 21/10 20060101AFI20150907BHEP

Ipc: E04G 11/28 20060101ALI20150907BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E01D 21/10 20060101AFI20160302BHEP

Ipc: E04G 11/28 20060101ALI20160302BHEP

INTG Intention to grant announced

Effective date: 20160330

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 825091

Country of ref document: AT

Kind code of ref document: T

Effective date: 20161015

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602012022506

Country of ref document: DE

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20160831

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 825091

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161130

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161201

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602012022506

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20161130

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170102

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170503

26N No opposition filed

Effective date: 20170601

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161023

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161023

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20121023

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160831

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20231030

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20231030

Year of fee payment: 12

Ref country code: CH

Payment date: 20231114

Year of fee payment: 12